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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.8 LAccepted-AOC JAVERI BUNGALOW AREA KAVERI HOTEL LINE NH PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹37.8 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹39.0 L+₹1.2 L (3.28%)Rejected-Finance PLOT NO 3 DIVINE SCHOOL ROAD NEAR BJP KARYALAY PORBANDAR KHAMBHALIYA HIGHWAY BOKHIRA PORBANDAR 360 579 | PORBANDAR | GUJARAT | 360579 | ₹39.0 L+₹1.2 L (3.28%) | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹40.1 L+₹2.3 L (6.15%)Rejected-Finance | ₹40.1 L+₹2.3 L (6.15%) | L3 | Rejected-Finance Other than Lowest Bidder |
| 4 | L4₹40.2 L+₹2.5 L (6.51%)Rejected-Finance 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | ₹40.2 L+₹2.5 L (6.51%) | L4 | Rejected-Finance Other than Lowest Bidder |
| 5 | L5₹40.4 L+₹2.6 L (6.99%)Rejected-Finance 30 DIGVIJAY PLOT RAVAL NIVAS JAMNAGAR GUJARAT 361 005 | JAMNAGAR | JAMNAGAR | GUJARAT | 361005 | ₹40.4 L+₹2.6 L (6.99%) | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | OM ENTERPRISE L1 | m/s prakash enterprise L2 | roxy enterprise L7 | K B N TRADERS L6 | SHREEJI ENTERPRISE L13 | Ravi enterprise L5 | AADESH CONSTRUCTION L9 | SHREE KEDARNATH ENTERPRISE L10 | Bharat Enterprise L8 | BABUBHAI BHIMABHAI PANDAVADRA L3 | shree chamunda enterprise L4 | JAY BHARAT METAL SUPPLIERS L12 | Jayesh D Salet L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in hard/dense soil. | 2,800 | Sqm | 55 ₹1,54,000 | 34 ₹95,200 | 80 ₹2,24,000 | 30 ₹84,000 Lowest | 350 ₹9,80,000 | 30 ₹84,000 Lowest | 55 ₹1,54,000 | 51 ₹1,42,800 | 140 ₹3,92,000 | 100 ₹2,80,000 | 200 ₹5,60,000 | 255 ₹7,14,000 | 65 ₹1,82,000 |
| 2.00 | M & L for PCC 1:4:8 (40mm graded aggregate) type D2 as in sub base in floor & foundation work as directed by Engr -in -Charge . | 12 | Cum | 5,000 ₹60,000 | 6,500 ₹78,000 | 5,500 ₹66,000 | 6,500 ₹78,000 | 455 ₹5,460 | 5,200 ₹62,400 | 5,000 ₹60,000 | 5,100 ₹61,200 | 5,900 ₹70,800 | 6,500 ₹78,000 | 350 ₹4,200 Lowest | 400 ₹4,800 | 6,000 ₹72,000 |
| 3.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed. | 10 | Each | 385 ₹3,850 | 448 ₹4,480 | 250 ₹2,500 Lowest | 1,500 ₹15,000 | 655 ₹6,550 | 300 ₹3,000 | 410 ₹4,100 | 420 ₹4,200 | 2,500 ₹25,000 | 450 ₹4,500 | 500 ₹5,000 | 555 ₹5,550 | 500 ₹5,000 |
| 4.00 | M&L for PCC type C-1, 1:3:6 (20mm graded aggregate) for bed blocks and curved stone as similar work as specified. | 14.5 | Cum | 8,000 ₹1,16,000 | 7,500 ₹1,08,750 | 6,200 ₹89,900 | 6,500 ₹94,250 | 700 ₹10,150 | 5,400 ₹78,300 | 8,000 ₹1,16,000 | 7,500 ₹1,08,750 | 9,000 ₹1,30,500 | 9,000 ₹1,30,500 | 600 ₹8,700 Lowest | 666 ₹9,657 | 9,600 ₹1,39,200 |
| 5.00 | M&L Removing excavated rocks exceeding 250m but n.exc 500m and depositing where directed. | 10 | Cum | 330 ₹3,300 | 900 ₹9,000 | 400 ₹4,000 | 500 ₹5,000 | 900 ₹9,000 | 450 ₹4,500 | 395 ₹3,950 | 425 ₹4,250 | 300 ₹3,000 Lowest | 350 ₹3,500 | 800 ₹8,000 | 850 ₹8,500 | 450 ₹4,500 |
| 6.00 | M&L for porbandar stone masonry work built in cement mortar 1:6 complete all as specifieid. | 10.5 | Cum | 6,000 ₹63,000 | 6,500 ₹68,250 | 6,600 ₹69,300 | 6,500 ₹68,250 | 1,000 ₹10,500 | 7,000 ₹73,500 | 7,500 ₹78,750 | 7,600 ₹79,800 | 7,800 ₹81,900 | 7,500 ₹78,750 | 900 ₹9,450 Lowest | 966 ₹10,143 | 6,200 ₹65,100 |
| 7.00 | M&L for rendering 15mm thick C:M 1:4 on stone masonry surfaces finished even & smooth without using extra cement | 450 | Sqm | 300 ₹1,35,000 | 220 ₹99,000 Lowest | 350 ₹1,57,500 | 300 ₹1,35,000 | 466 ₹2,09,700 | 300 ₹1,35,000 | 400 ₹1,80,000 | 410 ₹1,84,500 | 380 ₹1,71,000 | 450 ₹2,02,500 | 350 ₹1,57,500 | 405 ₹1,82,250 | 500 ₹2,25,000 |
| 8.00 | M&L for hardcore of gauge n exc 63 deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface | 15 | Cum | 2,100 ₹31,500 | 1,600 ₹24,000 | 1,850 ₹27,750 | 1,850 ₹27,750 | 600 ₹9,000 | 1,650 ₹24,750 | 2,050 ₹30,750 | 2,099 ₹31,485 | 800 ₹12,000 | 2,500 ₹37,500 | 500 ₹7,500 Lowest | 564 ₹8,460 | 2,600 ₹39,000 |
| 9.00 | M&L for PCC 100 mm thick 1:2:4 type B-2 using 40 mm graded stone aggregare finished even and smooth without using extra cement layed alternative bays. | 150 | Sqm | 500 ₹75,000 Lowest | 850 ₹1,27,500 | 720 ₹1,08,000 | 650 ₹97,500 | 700 ₹1,05,000 | 550 ₹82,500 | 610 ₹91,500 | 550 ₹82,500 | 800 ₹1,20,000 | 710 ₹1,06,500 | 600 ₹90,000 | 655 ₹98,250 | 850 ₹1,27,500 |
| 10.00 | M&L for forming construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A' | 12 | X RM | 330 ₹3,960 | 120 ₹1,440 | 500 ₹6,000 | 500 ₹6,000 | 900 ₹10,800 | 100 ₹1,200 Lowest | 400 ₹4,800 | 390 ₹4,680 | 450 ₹5,400 | 330 ₹3,960 | 800 ₹9,600 | 855 ₹10,260 | 450 ₹5,400 |
Tender Value
Refer Docs
EMD Value
₹76,850
Closing Date
1 Sept 2026, 6:00 pmClosed
GE NAVY PORBANDAR
GE Navy Porbandar Tija Mile Porbandar
ADDITION/ALTERATION TO FRONT FACADE OF MARRIED ACCOMMODATION AT NSB UNDER GE NAVY PORBANDAR
2026_MES_783852_1
9386/PBR/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
GE NAVY PORBANDAR
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
GE NAVY PORBANDAR
₹76,850
Yes
11 Sept 2026
11 Aug 2026
2 Sept 2026
11 Aug 2026
1 Sept 2026
26 Aug 2026
11 Aug 2026 - 25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep in hard/dense soil. | 2,800 | Sqm | - | - |
| 2 | M & L for PCC 1:4:8 (40mm graded aggregate) type D2 as in sub base in floor & foundation work as directed by Engr -in -Charge . | 12 | Cum | - | - |
| 3 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed. | 10 | Each | - | - |
| 4 | M&L for PCC type C-1, 1:3:6 (20mm graded aggregate) for bed blocks and curved stone as similar work as specified. | 14.5 | Cum | - | - |
| 5 | M&L Removing excavated rocks exceeding 250m but n.exc 500m and depositing where directed. | 10 | Cum | - | - |
| 6 | M&L for porbandar stone masonry work built in cement mortar 1:6 complete all as specifieid. | 10.5 | Cum | - | - |
| 7 | M&L for rendering 15mm thick C:M 1:4 on stone masonry surfaces finished even & smooth without using extra cement | 450 | Sqm | - | - |
| 8 | M&L for hardcore of gauge n exc 63 deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface | 15 | Cum | - | - |
| 9 | M&L for PCC 100 mm thick 1:2:4 type B-2 using 40 mm graded stone aggregare finished even and smooth without using extra cement layed alternative bays. | 150 | Sqm | - | - |
| 10 | M&L for forming construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A' | 12 | X RM | - | - |
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